Delhi

Financial Eval

Works

Civil Works

Redevelopment of Central Verge on various Roads under Division WR-2 Delhi during 2025-26. SH Providing and Fixing of Precast Crash Barrier / Jersey at Central Verge on Road No. 29, Vashisth Kumar Gulla Marg and North Avenue Road underSD Division WR24

Public Works Department

Sub Division WR-24 | North West Delhi, Delhi

Amount: ₹8.7 CrCloses: 13 Apr 2026Closed

Timeline

Published27 Mar 2026
Closed13 Apr 2026
Technical Evaluation14 May 2026
Financial Evaluation14 May 2026
Award—

Bids

Percentage

2 Bids14 May 2026

#	Company	Amount	Rank	Status
1	Raghav Engineers L1₹8.4 CrAccepted-Finance	₹8.4 Cr	L1	Accepted-Finance 1st Lowest
2	C K CONSTRUCTION COMPANY Not Admitted-Fee/PreQual/Technical	-	-	Not Admitted-Fee/PreQual/Technical Not Complied with technical specification

Tender Value

₹8.7 Cr

EMD Value

₹17.4 L

Closing Date

13 Apr 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

EXecutive Engineer

Address

Executive Engineer, PWD Division West Road-2/M-112N, Road No. 43, Sainik Vihar, Delhi-110034

Work Description

Redevelopment of Central Verge on various Roads under Division WR-2 Delhi during 2025-26. SH Providing and Fixing of Precast Crash Barrier / Jersey at Central Verge on Road No. 29, Vashisth Kumar Gulla Marg and North Avenue Road underSD Division WR24

Tender Information

Tender ID

2026_PWD_289340_1

Reference Number

46/SE/WMC/PWD/2025-26(R) 34/EE/PWD/M-112N/2025-26

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

180 days

Location

Sub Division WR-24

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

16 documents required · 16 mandatory

Fee/PreQual/Technical

RequiredCopy of receipt for deposition of original EMD (.pdf)

RequiredCopy of EMD (.pdf)

RequiredValid contractors registration/enlistment order (for enlisted CPWD contractors only) (.pdf)

Requiredsimilar work experience as per Form-C on Page No.22- applicable to all CPWD as well as Non CPWD Cont (.pdf)

RequiredAffidavit on non judicial stamp paper of Rs. 100/- for each Format-F (P-27), Format-G (P-28) (.pdf)

RequiredAffidavit on non judicial stamp paper of Rs. 100/- for each Format-H (P-29), Format-I (P-30) (.pdf)

RequiredThe Copy of GST Registration Certificate of the State in which the work is to be taken up, if al (.pdf)

RequiredCopy of PAN Card issued by Income Tax Department (.pdf)

RequiredBidders are required to upload the NIT in PDF as uploaded by EE. This will satisfy digital s (.pdf)

RequiredThe agency has to upload details such as - Proprietor name, Mob No., e-Mail ID, Corresponden (.pdf)

RequiredBidding Capacity (Form-C-3) (.pdf)

RequiredLetter of Transmittal as per Form-J (for CPWD and Non CPWD contractors) (P-31) (.pdf)

RequiredUndertaking For Site Inspection as per Form-K (P-32). (.pdf)

RequiredCertificate of Financial Turnover from C.A. (Form A).(for CPWD and Non CPWD contractors). (.pdf)

RequiredBankers Certificate (Form B) or Net Worth Certificate (Form B-1) as per NIT Pg. no.6 Sl. no. (xiii) (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹17.4 L

Important Dates

Last Activity

14 May 2026

Published

27 Mar 2026

Bid Opening

13 Apr 2026

Download Starts

27 Mar 2026

Download Ends

13 Apr 2026

Submission Starts

27 Mar 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
1.1	All kinds of soil.	-	sqm	-	-
2Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
2.1	All works upto plinth level : Concrete of M10 grade with minimum cement content of 220 kg /cum	-	cum	-	-
3Centering and shuttering including strutting, propping etc. and removal of form for :
3.1	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	-	sqm	-	-
4Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
4.1	All works upto plinth level Concrete of M50 grade with minimumcement content of 410 kg/cum	-	cum	-	-
5Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
6Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.82 MB

Work Item Documents

BOQ_384238.xls

BOQ • 0.35 MB

Ready to Participate?

Download all tender documents and submit your bid

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Company

Raghav Engineers

L1₹8.4 CrAccepted-Finance

C K CONSTRUCTION COMPANY

Not Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
1.1	All kinds of soil.	-	sqm	-	-
2Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
2.1	All works upto plinth level : Concrete of M10 grade with minimum cement content of 220 kg /cum	-	cum	-	-
3Centering and shuttering including strutting, propping etc. and removal of form for :
3.1	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	-	sqm	-	-
4Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
4.1	All works upto plinth level Concrete of M50 grade with minimumcement content of 410 kg/cum	-	cum	-	-
5Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
6Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:

1.1

All kinds of soil.

sqm

2Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

2.1

All works upto plinth level : Concrete of M10 grade with minimum cement content of 220 kg /cum

cum

3Centering and shuttering including strutting, propping etc. and removal of form for :

3.1

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

sqm

4Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

4.1

All works upto plinth level Concrete of M50 grade with minimumcement content of 410 kg/cum

cum

5Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

6Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).